Relevant bibliographies by topics / R.C.C. BUILDING

Academic literature on the topic 'R.C.C. BUILDING'

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Published: 11 September 2023

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Journal articles on the topic "R.C.C. BUILDING"

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Dai, Jun Wu, Yong Qiang Yang, and Duo Zhi Wang. "Ambient Vibration Test on Earthquake Damaged R/C Building Structures." Applied Mechanics and Materials 204-208 (October 2012): 2576–79. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.2576.

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Reinforcement concrete (R/C) structure is constructed and developed very rapidly in recent 30 years with the economic increasing not only in metropolitan cities but also in wide rural areas of China. It’s famous for its’ easy construction and high load bearing capacity. But in recent large earthquakes, more and more different type of severe damages about R/C structures have been observed due to either unreasonable design or extra-high ground shaking intensity exceeding the design level mostly. In the field investigation for the 2010 Yushu Ms7.1 earthquake of China, six RC frame buildings, were investigated and tested by means of the ambient vibration test method. Both of the test results of the natural frequency for each building as well as its’ damage pattern were described and briefly analyzed in this paper. The investigation results provide reference data for nonlinear numerical analysis and retrofitting of RC frame building structures.
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ICHINOSE, Toshikatsu, and Kenji MURATA. "ANALYSIS OF R/C LAP SPLICES." Journal of Structural and Construction Engineering (Transactions of AIJ) 61, no. 481 (1996): 81–88. http://dx.doi.org/10.3130/aijs.61.81_1.

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Mehani, Youcef, and Abderrahmane Kibboua. "Seismic assessment of a R/C strategic existing building." Structural Engineering and Mechanics 26, no. 6 (August 20, 2007): 617–34. http://dx.doi.org/10.12989/sem.2007.26.6.617.

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Agus, Muhammad Ridwan, and Febriyan Ramadhana. "Seismic Performance of Existing R/C Building with Irregular Floor Plan Shape." MATEC Web of Conferences 215 (2018): 01035. http://dx.doi.org/10.1051/matecconf/201821501035.

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Bu33333333ilding with irregular floor plan has the eccentricity of force to the centre of building isappears to be more susceptible to deformation and damage when subjected to earthquake movements than with regular floor plan. This study aims to determine the seismic performance of buildings with the irregular floor plan in displacement and drift by service and ultimate performance limit.The object of research is Padang Pariaman public works office building. The evaluation method used non-linear static analysis(Pushover) which is one method to evaluate the seismic performance of the building.Pushover analysis performed by providing a static load in the lateral direction gradually to achieve a specific displacement target. This research is based on SNI-1726-2012, ATC-40 and FEMA 356. The results of the analysis show that the maximum lateral force of 10909.9 kN occurs in step-6 pushover analysis with a displacement of 0.165 m, maximum drift = 0.0705 m and maximum in-elastic drift = 0.025 m.This means the building is included in the IO (Immediate Occupancy) performance level. Although there is damage from small to medium level, still has a big threshold against the collapse, which means the building is safe against the earthquake.
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Terenzi, Gloria, Caterina Bazzani, Iacopo Costoli, Stefano Sorace, and Paolo Spinelli. "Advanced Seismic Retrofit of a Mixed R/C-Steel Structure." Buildings 9, no. 12 (November 29, 2019): 241. http://dx.doi.org/10.3390/buildings9120241.

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A study concerning the performance assessment and enhanced retrofit of public buildings originally designed without any anti-seismic provisions is presented herein. A representative structure belonging to this class was demonstratively examined, i.e., a school built in Italy in the early 1970s, before a coordinate national Seismic Standard was issued. The building is characterized by a mixed reinforced concrete (ground storey)–steel (first and second storey) frame skeleton. An extensive on-site experimental investigation was developed in the first step of the study, which helped identify the mechanical characteristics of the constituting materials, and re-draw the main structural details. Based on these data, and relevant updates of the finite element model of the structure, the seismic assessment analyses carried out in current conditions highlighted several performance deficiencies, in both the reinforced concrete and steel members. An advanced seismic retrofit hypothesis of the building was then designed, consisting of the installation of a set of dissipative braces incorporating fluid viscous dampers as protective devices. This solution makes it possible to attain an elastic structural response up to the maximum considered normative earthquake level, while at the same time causing more limited architectural intrusion and lower costs as compared to conventional rehabilitation strategies.
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Sattary‐Javid, Vahid, and James K. Wight. "Earthquake Load on R/C Beams: Building versus Single Beam." Journal of Structural Engineering 112, no. 7 (July 1986): 1493–508. http://dx.doi.org/10.1061/(asce)0733-9445(1986)112:7(1493).

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Yalçin, Üsame, and Ahmad J. Durrani. "Effect of Slab on Inelastic Response of R/C Building." Journal of Structural Engineering 119, no. 5 (May 1993): 1374–87. http://dx.doi.org/10.1061/(asce)0733-9445(1993)119:5(1374).

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Pardalopoulos, Stylianos I., Stavroula J. Pantazopoulou, and George D. Manolis. "On the Modeling and Analysis of Brittle Failure in Existing R/C Structures Due to Seismic Loads." Applied Sciences 12, no. 3 (February 2, 2022): 1602. http://dx.doi.org/10.3390/app12031602.

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Brittle failure is often observed in older reinforced concrete (R/C) buildings that have been designed prior to the 1980s following an earthquake event. Since this has ramifications on any subsequent repair protocol, it is important to quantify the remaining strength capacity for this class of building to determine a retrofit strategy. Following along these lines, an analytical-numerical methodology is presented for use as a third-tier seismic assessment which is based on a previously developed second-tier strength assessment criterion coming from a procedure known as Rapid Seismic Assessment (RSA). The assessment framework is performance-based, aiming to determine whether estimated local drift demands can be tolerated without failure developing along the load resistance path of substandard R/C buildings. This enables the development of guidelines for modeling all possible strength mechanisms that occur in the structural system of substandard R/C buildings. An application example using data provided by a benchmark experiment involving a full-scale R/C building helps to illustrate and then validate the proposed modeling procedures and establish their accuracy and efficiency for use by practicing engineers.
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TAKIGUCHI, Katsuki, Noriyuki OGURA, and Kouichi YANAGI. "COMPLETE COLLAPSE TEST OF FLEXURAL FAILURE TYPE R/C COLUMN." AIJ Journal of Technology and Design 4, no. 6 (1998): 47–51. http://dx.doi.org/10.3130/aijt.4.47.

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Frogley, Benjamin J., Tobias L. Genet, Anthony F. Hill, and Chee S. Onn. "Alkynylselenolatoalkylidynes (LnMC–Se–CCR) as building blocks for mixed metal/main-group extended frameworks." Dalton Transactions 48, no. 22 (2019): 7632–43. http://dx.doi.org/10.1039/c9dt01504c.

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The reactions of [W(CBr)(CO)2(Tp*)] (Tp* = hydrotris(3,5-dimethylpyrazol-1-yl)borate) with lithium alkynylselenolates LiSeCCR (R = SiMe3, SiiPr3, nBu, tBu, Ph, p-tolyl) afford the alkynylselenolatoalkylidyne complexes [W(CSeCCR)(CO)2(Tp*)].
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Dissertations / Theses on the topic "R.C.C. BUILDING"

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Oksuz, Arif. "Software Development For R/c Building Vulnerability Index And Member Importance Calculation." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12604847/index.pdf.

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SOFTWARE DEVELOPMENT FOR R/C BUILDING VULNERABILITY INDEX AND MEMBER IMPORTANCE CALCULATION Turkey has many active faults which have the potential to generate large earthquakes. Recent earthquakes showed that the buildings in Turkey are not well designed and vulnerable to earthquakes. Previous studies on the subject showed that many structures in Turkey need to be strengthened before the next major earthquake to minimize property loss and casualties. A number of fast and approximate (mostly empirical) methods have been developed in the past to process large building stock. However, there are some important and special structures that do not fit with the general building stock and needs special consideration (e.g., disaster management center, governmental buildings, hospitals, tall structures, etc.). This study targets to evaluate those important and special structures in a detailed, fast, and correct manner. The developed software, which constitutes an important part of this study, does process the building information several times to determine member-based importance factors. The vulnerability index of the building will be determined using the importance of each load-carrying member and how much each member is forced with respect to its capacity. In order to augment user perception, a functional graphical user-interface is designed. Software is equipped with modules that generate input files for SAP2000 analysis program, conduct dynamic and static analysis automatically, and postprocess the generated analysis results which enable the engineer to make a decision on the vulnerability of the structure. Program is written in C++, using object-oriented programming technique. The main difference between this and similar studies is the generator program which automatically generates 3D-FE models and post-processes nonlinear analysis results for an effective decision mechanism. In this way, more realistic results can be obtained much faster. As future studies, new routines are planned to be implemented to the graphical user interface of the program which will suggest smart and engineered retrofit/strengthening alternatives to the user.
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Yalim, Baris. "Internet Based Seismic Vulnerability Assessment Software Development For R/c Buildings." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12605599/index.pdf.

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Structural evaluation and seismic vulnerability assessment of Reinforced Concrete (R/C) buildings have especially become the focus of many researches in Turkey and abroad especially after the August 17, 1999 earthquake causing major life and property losses. A devastating earthquake being expected in Istanbul-Marmara region raises many questions on how well the existing buildings are constructed and whether they can stand a major earthquake. Evaluation of existing buildings for seismic vulnerability requires time consuming input preparation (pre-processing), modelling, and post processing of analysis results. The objective of the study is to perform automated seismic vulnerability assessment of existing R/C buildings automatically over the internet by asking internet users to enter their building related data, and streamlining the modelling-analysis-reporting phases by intelligent programming. The internet based assessment tool is prepared for two levels of complexity: (a) the detailed level targets to carry out seismic evaluation of the buildings using a linear structural analysis software developed for this study
(b) the simplified level produces seismic evaluation index for buildings, based on simple and easy to enter general building information which can be entered by any person capable of using an internet browser. Detailed level evaluation program includes a user friendly interface between the internet user and analysis software, which will enable data entry, database management, and online evaluation/reporting of R/C buildings. Building data entered by numerous users over the internet will also enable formation of an extensive database of buildings located all around Turkey. 36 buildings from Dü
zce damage database, generated by the cooperation of Scientific and Research Council of Turkey (TÜ
BiTAK) and Structural Engineering Research Unit (SERU) after the 17 August 1999 Kocaeli and the 12 November 1999 Dü
zce earthquakes, are used in the analyses to identify relationship between calculated indices and observed damage levels of buildings, which will enable prediction of building damage levels for future earthquakes. The research is funded by Science Research Program (BAP 2003-03-03-03), NATO-SfP 977231, and TUBITAK ICTAG-I574 projects. The contribution of the research is composed of a) online building index -performance analysis/evaluation software which might be used by any average internet user, b) an ever-growing R/C building database entered by various internet users.
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Demirok, Emel. "3d-fe Model Field-calibration And Rating Studies On Existing R/c Buildings." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607223/index.pdf.

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Dynamic instrumentation and a series of ambient vibration tests were performed on a four storey strengthened R/C building within the scope of this study. Traffic load and wind load were accepted as natural dynamic loads and the vibrations were recorded by sensitive accelerometers.For that study, 12 uniaxial, 1 triaxial accelerometers and a 15 channel data logger system were used. Four sets of dynamic measurements were recorded over a period of 6 months. Recorded readings were analyzed using UPC, PC and CVA algorithms and Artemis software. The natural freqeuncies, mode shape of the tested building were determined. The experimental results were compared against each other. A 3D-FE model of the building was prepared and analytical results were also compared against experimental results.The calibration (updating) of the analytical model was carried out using the experimentally obtained mode shapes and freqeunices. The results of the study indicate that first few mode shapes and freqeuncies of the building can be obtained successfully within zero to 10 Hz range using ambient monitoring. Field calibrated FE models can effectively simulate the first translational and torsional modes of the building. Calibration studies indicate that the upper floor is more flexible than the nominal model and there are weaknesses between the shear wall and roof slab connections.
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STADLER, MICHAEL. "Proteines de la structure r b c c et transcription." Paris 7, 1999. http://www.theses.fr/1999PA077260.

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Les proteines r b c c sont caracterisees par la presence, de l'aminoterminus au carboxyterminus, des trois motifs ring, boite b et coiled coil. Le doigt de zinc du type ring (c 3hc 4) fait partie des interactions intermoleculaires dans des complexes multiproteiques et pourrait jouer un role dans leur assemblage ou stabilisation. Il est aussi responsable, en collaboration avec la boite b, de la localisation compartementalisee subcellulaire des proteines. Le doigt de zinc du type boite b (chc 3 - 4h 2) est implique dans des interactions proteine-proteines, par exemple dans la liaison de pml a rb1. Le domaine de dimerisation par helices hydrophobes (coiled coil) est une super-helice des helices et participe a la dimerisation, ensemble avec la boite b : le coiled coil comme surface d'interaction, la boite b peut-etre comme stabilisateur de l'orientation du coiled coil. Les trois domaines constituent le motif tripartie qui semble jouer un role fondamental dans l'adressage ou l'assemblage des macromolecules. Les membres les mieux etudies de cette famille multiproteique sont pml et les tif1. Pml est une proteine avec des capacites multiples de regulation : elle fait partie des complexes transcriptionnellement actifs, elle reprime (a travers l'apoptose) la croissance et la transformation, et elle controle des fonctions immunitaires, sous influence de l'acide retinoique et des interferons. Nous avons pu eclaircir le mecanisme moleculaire de l'induction transcriptionnelle de pml par les interferons avec l'identification d'elements fonctionnels de reponse aux interferons dans le promoteur de pml. Pml est fusionne au recepteur de l'acide retinoique, rar dans la translocation t(15 ; 17) specifiquement rencontree dans la vaste majorite
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Vafadar, Afshar Rita. "Using ObjectStore in building C++ interface application." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape3/PQDD_0021/MQ47854.pdf.

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Maingot, Stéphane. "Sur l'extension des fonctions C R." Paris 11, 1985. http://www.theses.fr/1985PA112345.

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Dans cette thèse, on considère M, une sous-variété C R de CN, passant par 0 et on donne des conditions suffisantes, liées à la forme de Levi en 0, pour que toutes fonction C R sur ω, un voisinage ouvert de 0 dans M, soit la restriction à ω d’une fonction holomorphe au voisinage de 0 dans CN. La méthode utilisée consiste en la construction de disques analytiques dont le bord est sur M et qui contiennent un voisinage de 0 dans CN, d’abord dans un cas modèle puis dans la cas général par approximations
In this thesis, we consider M, a CR submanifold of ₵N, which passes through 0, and, we give sufficient conditions, related to the Levi form at the origin, so that each C R function on ω, an open neighborhood of 0 in M, is the restriction to ω of a holomorphic function defined on an open neighborhood of 0 in ₵N. The method used is to construct analytic discs whose boundaries lie on M and which contain a neighborhood of 0 in ₵N, first in a model case, then in the general case by approximations
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Guo, Xiangyu. "Ruthenium-catalyzed C-C bond formation via functional-group directed C-H bond activation." Thesis, McGill University, 2012. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=110570.

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AbstractRuthenium-Catalyzed C-C Bond Formation via Functional-Group Directed C-H Bond ActivationXiangyu GuoAdvisor: Prof. Chao-Jun LiMcGill UniversityThis thesis is an investigation on the formation of carbon-carbon (C-C) bonds in the presence of ruthenium catalyst.In the first part of this thesis, oxidative dehydrogenative coupling reactions for carbon-carbon (C-C) bond formation are described. A ruthenium-catalyzed dimerization of 2-phenylpyridine derivatives is demonstrated to synthesize biaryls using iron(III) chloride as the terminal oxidant. In addition, the oxidative cross coupling of arenes and cycloalkanes is also illustrated, achieving a unique para-selectivity.In the second part of the thesis, a ruthenium-catalyzed olefination via decarbonylative addition of aldehydes to terminal alkynes is described. Conjugated and isolated C=C bonds can be chemoselectively generated in two catalytic systems starting from aromatic and aliphatic aldehydes. The method provides an alternative synthesis of C=C bonds from direct C-H bond addition to triple bonds.
RésuméRuthenium-Catalyzed C-C Bond Formation via Functional-Group Directed C-H Bond ActivationXiangyu GuoSuperviseur: Prof. Chao-Jun LiUniversité McGillCette thèse est le résultat de la recherche sur la formation de liaisons carbone-carbone (C-C), catalysé par le ruthénium. La première partie de cette thèse expose les résultats sur la formation de liaison carbone-carbone (C-C) par la réaction de couplage oxydant par déshydrogénation. La synthèse de composés biaryl par l'utilisation d'un catalyseur de ruthénium a permis la dimérisation des dérivés de la 2-phénylpyridine en présence de chlorure de fer (III) comme oxydant terminal. En outre, l'oxydative cross-coupling entre arènes et cycloalcanes, a montrer une notable, para-sélectivité. La seconde partie de cette thèse, décrit les résultats obtenue sur la réaction d'oléfination decarbonylative entre un aldéhyde et un alcyne vrai, catalyser par le ruthénium. En partant d'aldéhydes aromatiques ou aliphatiques et par l'utilisation de deux systèmes catalytiques, la synthèse chemioselective de double liaison C=C conjuguée ou isolée ont pu être réalisé. Cette réaction fournit ainsi, une intéressante alternative à la synthèse de doubles liaisons C=C par la directe addition de liaison C-H sur une triple liaison.
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Correia, Camille. "Oxidative C-C bond formation via metal-catalyzed coupling of two C-H bonds." Thesis, McGill University, 2013. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=114441.

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This thesis describes the formation of new C-C bonds from the direct oxidative coupling of two C-H bonds, through the use of metal catalysts for activation. First, three different oxidative Cross-Dehydrogenative-Coupling (CDC) reactions will be presented. Initially, through the use of an organic co-catalyst, N-hydroxyphthalimide (NHPI), oxygen could be utilized as the terminal oxidant for the metal catalyzed alkylation of benzylic C-H bonds with 1,3-dicarbonyls and ketones in Chapter 2. The reaction was found to be feasible for a variety of substrates with readily enolizable C-H bonds. Next, the 2,3-dichloro-5,6-dicyano-1,4-benzoquinone (DDQ) mediated alkynylation of sp3 C-H bonds was studied. A novel copper (I) triflate catalyzed CDC reaction of unactivated benzylic C-H bonds and terminal aromatic alkynes is presented in Chapter 3. After further studies, the alkynylation of benzylic ethers could also be realized in the presence of a catalytic amount of silver (I) triflate, as described in Chapter 4. Both procedures were found to be amendable for aromatic terminal alkynes, however could not be extended to aliphatic alkynes. Finally, a palladium catalyzed Minisci-type reaction will be described in Chapter 6. Peroxide generated α-hydroxyalkyl radicals could be reacted with azines in moderate to good yields. A stoichiometric amount of acid, used in the traditional Minisci reaction, was replaced by a catalytic amount of palladium dichloride.
Cette thèse décrit la formation de nouvelles liaisons C-C par activation oxydative directe de deux liaisons C-H grâce à l'utilisation de métaux de transition comme catalyseurs. La première partie présentera trois différentes réactions de Cross-Dehydrogenative-Coupling (CDC) oxydantes. Dans un premier temps, sera présentée dans le chapitre 2, la réaction d'alkylation de liens C-H benzylique par 1,3-dicarbonyles et cétones. Ce system a démontré son efficacité sur une large variété de substrats contenant des liaisons C-H enolysable. De plus il a été rendu possible, grâce à l'utilisation d'un co-catalyseur organique, le N-Hydroxyphthalimide (NHPI), d'utiliser l'oxygène moléculaire comme oxydant terminal. Dans un second temps, nous étudierons l'utilisation du 2,3-Dichloro-5,6-dicyano-1,4-benzoquinone (DDQ) comme médiateur pour l'alkynylation de liaisons sp3 C-H. Une nouvelle CDC réaction catalysée par le triflate de cuivre (I) sera présentée dans le chapitre 3, entre un alcyne et une liaison C-H benzylique. Le chapitre 4 présentera le développement de cette réaction à l'alcynation d'éthers benzyliques en présence d'une quantité catalytique de triflate d'argent (I). Ces deux procédures sont seulement applicables pour les alcynes vrais aromatiques. Finalement, le chapitre 6 portera sur la réaction de Minisci catalysée par le palladium. Le peroxyde radical α-hydroxyalkyl généré lors de la réaction est capable de réagir avec les azines. La quantité stœchiométrique d'acide nécessaire lors de la traditionnelle réaction de Minisci, a été remplacée par une quantité catalytique de dichloro palladium.
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Hashim, Khairuddin. "A preprocessor building system for the C language." Thesis, University of Bath, 1989. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.233580.

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Johnston, Jean-Michel. "The moods of modernity : Germany in the age of telegraphy, c.1830-c.1880." Thesis, University of Oxford, 2017. https://ora.ox.ac.uk/objects/uuid:2054eff2-ca29-4326-bc27-a79396f6de6a.

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This thesis investigates the origins and impact of electrical telegraphy in Germany between 1830 and 1880, situating them within the context of long-term transformations in the theory and practice of communication. It uses the development of telegraphy as an analytical lens through which to explore the connections between actors at the heart of the socio-economic transformations taking place in Germany during the period. Both as an innovation and as a tool of communication, this thesis argues, the telegraph epitomised the simultaneously growing interdependence and differentiation between people and places which was a defining characteristic of modernity. By exploring the motivations and interactions of scientists, entrepreneurs, state officials, and ordinary users who engaged with the technology, this thesis highlights the diverse expectations which were placed upon telegraphy, and the many different directions in which its development was pulled. In doing so, it reveals the ties between the ‘modernising’ processes with which the technology has been associated. It challenges linear narratives of technological innovation which focus exclusively upon individual or state actors, emphasising the cooperation and collaboration across society which was necessary to produce the telegraph. It similarly questions triumphalist interpretations of the 'communications revolution' so often attributed to the nineteenth century, emphasising instead the tensions and divisions which it also generated. Revisiting the themes of industrialisation, capitalism, community and bourgeois class-formation in nineteenth-century Germany in this light, this thesis emphasises their intrinsic interdependence, and the inevitable mixture of hopes and anxieties, expectations and frustrations, which it produced.
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Books on the topic "R.C.C. BUILDING"

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Randolph, Randy. R/C airplane building techniques. [Wilton, CT: Air Age Pub., 1991.

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Scratch-building R/C airplanes. [Wilton, CT: Air Age Pub., 1991.

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Avramidis, Ioannis, Asimina Athanatopoulou, Konstantinos Morfidis, Anastasios Sextos, and Agathoklis Giaralis. Eurocode-Compliant Seismic Analysis and Design of R/C Buildings. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-25270-4.

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Alba, Ángel Fernández. Conservatorio profesional de música de Ciudad Real: Music in C. R. Madrid: TF. Editores, 2007.

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Lambie, Jack. Designing and building composite R/C model aircraft: Featuring foam, fiberglass, and the new plastics : the latest techniques. Osceola, Wis., U.S.A: Motorbooks International, 1987.

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author, Caratzas Michael D., ed. Vanderbilt Mausoleum, Staten Island: Built c. 1884-87; Richard Morris Hunt, architect; F. L. & J. C. Olmsted, landscape architects; John J. R. Croes, landscape engineer. New York]: Landmarks Preservation Commission, 2016.

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401 R/C tech tips for your R/C car. [Wilton, CT]: Air Age, Inc., 1991.

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AMCCOM, United States Army, ed. AMSMC-MAR-C (R). [Rock Island, Ill.]: The Command, 1985.

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Stilley, Faye. Covering R/C airplanes. Wilton, CT: Air Age, 1992.

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AMCCOM, United States Army, ed. AMSMC-MAR-C (R). [Rock Island, Ill.]: The Command, 1985.

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Book chapters on the topic "R.C.C. BUILDING"

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Gladstone, Adam. "Building an R Package." In C++ Software Interoperability for Windows Programmers, 91–112. Berkeley, CA: Apress, 2022. http://dx.doi.org/10.1007/978-1-4842-7966-3_5.

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Penelis, George G., and Gregory G. Penelis. "Seismic-resistant R/C frames." In Concrete Buildings in Seismic Regions, 321–450. 2nd ed. | Boca Raton : Taylor & Francis, CRC Press, 2018.: CRC Press, 2018. http://dx.doi.org/10.1201/b22364-8.

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Penelis, George G., and Gregory G. Penelis. "Seismic-resistant R/C walls and diaphragms." In Concrete Buildings in Seismic Regions, 451–520. 2nd ed. | Boca Raton : Taylor & Francis, CRC Press, 2018.: CRC Press, 2018. http://dx.doi.org/10.1201/b22364-9.

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Lampropoulos, Andreas P. "Strengthening Techniques: Code-Deficient R/C Buildings." In Encyclopedia of Earthquake Engineering, 1–23. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-36197-5_206-1.

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Lampropoulos, Andreas P. "Strengthening Techniques: Code-Deficient R/C Buildings." In Encyclopedia of Earthquake Engineering, 3535–54. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-642-35344-4_206.

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Penelis, George G., and Gregory G. Penelis. "Seismic assessment and retrofitting of R/C buildings." In Concrete Buildings in Seismic Regions, 609–60. 2nd ed. | Boca Raton : Taylor & Francis, CRC Press, 2018.: CRC Press, 2018. http://dx.doi.org/10.1201/b22364-13.

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Penelis, George G., and Gregory G. Penelis. "Configuration of earthquake-resistant R/C structural systems." In Concrete Buildings in Seismic Regions, 125–54. 2nd ed. | Boca Raton : Taylor & Francis, CRC Press, 2018.: CRC Press, 2018. http://dx.doi.org/10.1201/b22364-4.

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Ozden, Sevket, Umut Akguzel, and Turan Ozturan. "Seismic Retrofit of R/C Frames with CFRP Overlays." In Seismic Assessment and Rehabilitation of Existing Buildings, 357–82. Dordrecht: Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-010-0021-5_17.

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Leti, Marsed, and Hüseyin Bilgin. "Predicting the Seismic Performance of Typical R/C Residential Buildings." In Advanced Technologies, Systems, and Applications VII, 15–24. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-17697-5_2.

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Garevski, M., A. Paskalov, K. Talaganov, and V. Hristovski. "Experimental and Analytical Investigation of 1/3-Model R/C Frame-Wall Building Structures." In Seismic Assessment and Rehabilitation of Existing Buildings, 487–98. Dordrecht: Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-010-0021-5_22.

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Conference papers on the topic "R.C.C. BUILDING"

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Raut, Namdeo V., P. S. Pachgade, and Prashant B. Nagarnaik. "Seismic Retrofitting of R. C. Building Using Traditional Techniques." In 2008 First International Conference on Emerging Trends in Engineering and Technology. IEEE, 2008. http://dx.doi.org/10.1109/icetet.2008.222.

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Agus, Agus, and Maidiawati Maidiawati. "Effects of Brick Masonry Infill on Seismic Performance of R/C Building." In International Conference on Technology, Innovation and Society. ITP Press, 2016. http://dx.doi.org/10.21063/ictis.2016.1066.

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Fujinaga, Takashi, Kazuaki Miyagawa, Wataru Kitamura, and Yuping Sun. "Experimental Study on Seismic Retrofitting for Existing R/C Building Using Steel Column." In 10th Pacific Structural Steel Conference (PSSC 2013). Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_213.

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Kabashi, Naser, Enes Krasniqi, Milot Muhaxheri, Florentinë Latifi, and Ylli Murati. "SEISMIC BEHAVIOUR OF BEAM-COLUMN JOINT IN R/C FRAMES AND STRENGTHENING WITH FRP." In 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.81.

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Multi-story reinforced concrete structures in previous periods, in general, do not meet current seismic design code requirements, including the poor materials and execution of civil engineering works. In the scope of this, is analyzed the behavior of the structures during the Earthquake of November 2019, in Albania, specifically in different building stocks. Typical structural deficiencies observed in reinforced concrete (R/C) frame buildings affected by the 2019 earthquake reveal that many collapses occurred could be attributed to the poor quality of construction and use of non-ductile detailing and during the assessment that deficiency beam–column joints can jeopardize the integrity of structures. In general, it is accepted that beam-column joints are critical elements of reinforced concrete buildings subjected to lateral loads and that they may require specific design. Assessment reports have often indicated that beam-column joints, which are one of the most vulnerable and critical structural elements, often suffer shear and/or bond (anchorage) failures leading to a partial or total collapse of the structure. This paper will present some of the destructive and non-destructive tests specifically to the beam-column joints and techniques using fiber-reinforced polymers (FRP) for strengthening. Strengthening of beam-column joints by FRP materials nowadays is treated with various analytical approaches integrated in different software. Various analyses have been conducted and a practical proposal for retrofitting is presented in cohesion with the study case and the implementation.
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Faggella, M., A. Barbosa, J. P. Conte, E. Spacone, J. I. Restrepo, Adolfo Santini, and Nicola Moraci. "Seismic Assessment of R∕C Building Structure through Nonlinear Probabilistic Analysis with High-performance Computing." In 2008 SEISMIC ENGINEERING CONFERENCE: Commemorating the 1908 Messina and Reggio Calabria Earthquake. AIP, 2008. http://dx.doi.org/10.1063/1.2963934.

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Askouni, Paraskevi K., Dimitris L. Karabalis, and Dimitri E. Beskos. "SSI EFFECTS ON R/C ONE-STOREY BUILDINGS UNDER SEISMIC LOADINGS." In XI International Conference on Structural Dynamics. Athens: EASD, 2020. http://dx.doi.org/10.47964/1120.9370.19334.

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Ogunsola, Oluwaseyi T., and Li Song. "Review and Evaluation of Using R-C Thermal Modeling of Cooling Load Prediction for HVAC System Control Purpose." In ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-86988.

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Heating and cooling loads which are compensated by heating, ventilation, and air-conditioning (HVAC) systems, are the main reason for energy uses in buildings. Energy utilized by HVAC system accounts for two-thirds of a building’s total energy consumption. Excessive energy is consumed when HVAC systems fail to operate as intended. This is often due to several factors such as inappropriate monitoring and control strategy, lack of understanding of the dynamics of thermal loads, and system complexity. Amidst several models, estimation of cooling load using Resistance Capacitance (RC) models have proved to provide more robust and accurate estimates of the building load based on measured data but the use of this method is not without challenges. This study aims to highlight common challenges associated with implementation of the RC method for thermal modeling of cooling load. Past and current research have handled some of the challenges by introducing simplifying assumptions which if not adequately selected can lead to significant deviation between model performance and measured data. Without proper understanding of the challenges, engineers may not be able to place a high degree of confidence in load calculation methods and the computer implementations that they use.
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Cholewa, Tomasz, Alicia Siuta-Olcha, Andrzej Smolarz, Piotr Muryjas, Piotr Wolszczak, and Rafal Anasiewicz. "Influence of Wind Speed and Insolation on Heat Consumption in Buildings." In 50th International HVAC&R Congress and Exhibition. SMEITS, 2020. http://dx.doi.org/10.24094/kghk.019.50.1.353.

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This work introduces the aspects of the proper choice of the exploitation data connected with heat supplied to a building in order to estimate the influence of wind speed, insolation or level of cloudiness on energy consumption. The analyzed building had a traditional, central heating installation with vertical risers in each flat and convective radiators and supplied with the heating medium (80/60 °C). The exploitation data from one heating season were analyzed and the influence of the wind speed within the range below 3 m/s, 3÷6 m/s and above 6 m/s on the value of the heat power delivered to the building was presented. Different times of the day and night were taken into account and the attention to the accuracy of obtained results was paid.
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Faggella, M., G. Mezzacapo, R. Gigliotti, and E. Spacone. "SIGNIFICANCE OF EARTHQUAKE INCIDENCE ON RESPONSE OF PLAN-IRREGULAR INFILLED R/C BUILDINGS." In 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2015. http://dx.doi.org/10.7712/120115.3659.1317.

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Manasa, C. K., and P. Manjularani. "Effect of Wind Load on Tall R C Buildings by P-Delta Analysis." In Third International Conference on Current Trends in Engineering Science and Technology ICCTEST-2017. Grenze Scientific Society, 2017. http://dx.doi.org/10.21647/icctest/2017/49147.

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Reports on the topic "R.C.C. BUILDING"

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Lozynskyi, Maryan. Main Features of Publishing Activities of the Ivan Franko National University of Lviv (end of the 1990s – first two decades of the 21st c.). Ivan Franko National University of Lviv, February 2022. http://dx.doi.org/10.30970/vjo.2022.51.11392.

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The article desribes the main features of the publishing activity of the Ivan Franko National University of Lviv from the end of the 1990s and in the first two decades of the 21st century. The aim of the author was to show this activity with the help of stages of formation of the Publishing Centre at the University. For this purpose, he used historical method, the methods of analysis, synthesis, content analysis etc. One of the important landmarks of the end of the 20th century in the publishing activity of the Ivan Franko National University of Lviv which has its traditions in the past was the foundation of the mentioned Publishing Centre on the basis of Editing and Publishing Department, Machine Offset and Polygraphic Laboratories. This process was favoured by the administration of the University which supported the transfer of printing base to another building of the University. Professionals with respective qualification level and experience in the sphere of publishing and printing were gathered there. Another stage of the development of the Publishing Centre of the Ivan Franko National University of Lviv was the creation in 2006 of the Publishing Board within the University which became a generator of ideas on the development of scientific book publishing and actively cooperated with printing enterprises of Ukraine (the author of the article was a member of this board). The administration of the Ivan Franko National University of Lviv provided a substantial financial support for publication of educational and scientific literature of different genres and on different topics for educational needs both of the University itself and Ukrainian educational sphere in general. As a result of active publishing activity, the Publishing Centre of the Ivan Franko National University of Lviv since 1996 has published more than 4.5 million copies of publications whose authors are members of the academic community of the University. Among the significant publications of the Publication Centre of the last two decades the article notes Ivan Franko (10 volumes, authors – R. Horak and Ya. Hnativ), Encyclopedia. The Ivan Franko National University of Lviv (2 volumes), Social Geography (2 books, author – Prof. O. Shabliy) and others. The results of the activities of the Publication Centre of the Ivan Franko National University of Lviv were demonstrated during participation at Book Forums and other events in the publication and printing sphere. This article permits researchers in Humanities to analyze and evaluate the achievements and at the same time problems of the scientific publication activity of the Ivan Franko National University of Lviv.
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Walter, K. E. R-1 (C-620-A) and R-2 (C-620-B) air compressor control logic, computer software description. Revision 1. Office of Scientific and Technical Information (OSTI), June 1995. http://dx.doi.org/10.2172/90072.

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Su, Dong. R{sub b},R{sub c} Measurements at SLD and LEP-I. Office of Scientific and Technical Information (OSTI), December 2001. http://dx.doi.org/10.2172/798930.

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Author, Not Given. Appendix C - GPRA06 building technologies (BT) program documentation. Office of Scientific and Technical Information (OSTI), January 2009. http://dx.doi.org/10.2172/1216496.

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Giuliano, Dominic. Building 3047 Hot Cell C Work Table Design. Office of Scientific and Technical Information (OSTI), September 2018. http://dx.doi.org/10.2172/1783062.

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McCollum, Randy A. GREENUP Environmental Mitigation, R. C. Byrd Locks and Dam, Ohio River. Fort Belvoir, VA: Defense Technical Information Center, September 2002. http://dx.doi.org/10.21236/ada410765.

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Walter, K. E. R-189 (C-620) air compressor control logic software documentation. Revision 1. Office of Scientific and Technical Information (OSTI), June 1995. http://dx.doi.org/10.2172/90070.

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Katayama, Y. B., and L. K. Jr Holton. 324 and 325 Building hot cell cleanout program: Decontamination of C-Cell. Office of Scientific and Technical Information (OSTI), October 1989. http://dx.doi.org/10.2172/5320392.

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Dringenburg, Nick, Charles Smith, Patrick DuBois, R. E. Terrill, and John Priest. R and D Quarterly Status Report for Contract MDA972-93-C-0035 (Texas Instruments). Fort Belvoir, VA: Defense Technical Information Center, April 1995. http://dx.doi.org/10.21236/ada293509.

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Nash, C. A. Evaluating Residence Time for SuperLig(R) 644 Columns with Simulated LAW Envelope C (AN-107) Solution. Office of Scientific and Technical Information (OSTI), August 2003. http://dx.doi.org/10.2172/813559.

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